SHENANDOAH AVE. over PETERS CREEK
Map
Coordinates:
+37.27977, -80.0049837°16'47" N, 80°00'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHENANDOAH AVE. over PETERS CREEK |
Structure number: | 000000000021613 |
Location: | 0054WCL ROANO0003MILLER S |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 32.8 ft. [10.0 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,384 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $54,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 11384 | 93.9 |
August 2015 | Fair | Satisfactory | Good | Good | 11384 | 93.9 |
August 2013 | Fair | Satisfactory | Good | Good | 11000 | 93.9 |
August 2011 | Fair | Satisfactory | Good | Good | 12000 | 93.9 |
August 2009 | Fair | Satisfactory | Good | Good | 13778 | 93.7 |
August 2007 | Fair | Satisfactory | Good | Good | 13778 | 94.7 |
September 2005 | Good | Good | Good | Good | 13778 | 94.7 |
August 2003 | Good | Good | Good | Good | 13778 | 94.7 |
September 2001 | Good | Good | Good | Good | 13778 | 96.7 |
August 1999 | Good | Good | Good | Good | 13778 | 96.7 |
September 1997 | Good | Good | Good | Good | 13778 | 95.7 |
September 1995 | Good | Good | Good | Good | 13778 | 95.9 |
September 1993 | Good | Good | Good | Good | 12103 | 97.1 |
September 1991 | Good | Good | Very Good | Good | 12103 | 97.1 |